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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-AOC 1008 7 GALI DAVI WALI JAURA PIPAL AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹1.8 Cr Quoted ₹3.5 Cr | 1 | Accepted-AOC RANK 1 |
| 2 | 2₹3.9 Cr+₹38.1 L (10.7%)Rejected-Finance NEAR LAKAR KANDA DARSHAN SINGH MC WALI GALI PREM NAGAR KOTKAPURA | SRI MUKTSAR SAHIB | PUNJAB | 151202 | ₹3.9 Cr+₹38.1 L (10.7%) | 2 | Rejected-Finance Reject |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
4 Dec 2023, 9:00 amClosed
XEN
XEN LDH CANAL AND GROUND WATER DIVN WRD PB LDH
Estimate for Concrete lining of 6-R Distributary from RD 0-142700 (Reach RD 49760-70450)
2023_WR_111408_5
11330/28A
Open Tender
Civil Works
Item Wise
90 days
ZIRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹6.5 L
Yes
XEN LDH CANAL AND GROUND WATER DIVN WRD PB LDH
4 Mar 2024
21 Oct 2023
4 Dec 2023
21 Oct 2023
4 Dec 2023
21 Oct 2023
3 Nov 2023
Amount
Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge 1.50 to 4.50 cumecs including boundary road
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
Dressing of Earthwork
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 mtr -3.0 mtr depth
Earthwork excavation in foundation and trenches
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
Cement concrete lining 75/60 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
Cement concrete lining 75/60 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. ( For Coping )
Cement concrete lining 75/60 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. ( For Sleepers )
Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
Filling Contraction Joint with sealing compound complete in all respect
Filling expansion joint with Sealing Compound. complete in all respect
Extra bitumen painting at 0.69 Kg. per sqm
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) .
Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.
Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.
PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
RCC M-20 in superstructure
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
M/S DARSHAN SINGH CONTRACTOR
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